振动压实是高速公路路基压实施工的重要工程工法之一,可以快速有效地提高路基材料的强度和整体稳定性,同时基于振动压实的连续压实控制技术为路基压实质量的检测与管控提供了新的技术手段。为探究路基振动压实过程中的振动轮响应特征,...振动压实是高速公路路基压实施工的重要工程工法之一,可以快速有效地提高路基材料的强度和整体稳定性,同时基于振动压实的连续压实控制技术为路基压实质量的检测与管控提供了新的技术手段。为探究路基振动压实过程中的振动轮响应特征,以及常用的谐波比类压实质量实时评价指标在不同压实阶段的适用性,通过对振动轮-路基系统进行作用分析,分别构建了接触与脱空两种工况下的动力学模型,通过引入阶跃函数δ(F c)实现两种工况下动力学方程的统一构建,并利用Simulink对该动力学方程进行仿真,基于仿真结果对振动压实响应特征和指标适用性进行分析。研究结果表明:路基压实过程可根据振动轮-土体接触力变化周期T_(c)与激振周期T_(0)的比较分为T_(c)=0、T_(c)=T_(0)、T_(c)=2 T_(0)、T_(c)>2 T_(0)4个阶段,在T_(c)=T_(0)阶段会出现整数倍的谐波信号且谐波幅值会随着土体刚度增加而增大,在T_(c)=2 T_(0)阶段会出现0.5倍次谐波信号;CCV(compaction control value)、THD(total harmonic distortion)指标相较于CMV(compaction meter value)指标在压实全过程具有更好的适用性,RMV(resonance meter value)指标能够精准反映出压实过程达到阶段三(T_(c)=2 T_(0))。展开更多
During the compaction of a road subgrade, the mechanical parameters of the soil mass change in real time, but current research assumes that these parameters remain unchanged. In order to address this discrepancy, this...During the compaction of a road subgrade, the mechanical parameters of the soil mass change in real time, but current research assumes that these parameters remain unchanged. In order to address this discrepancy, this paper establishes a relationship between the degree of compaction K and strain ε. The relationship between the compaction degree K and the shear strength of soil(cohesion c and frictional angle φ) was clearly established through indoor experiments. The subroutine UMAT in ABAQUS finite element numerical software was developed to realize an accurate calculation of the subgrade soil compaction quality. This value was compared and analyzed against the assumed compaction value of the model, thereby verifying the accuracy of the intelligent compaction calculation results for subgrade soil. On this basis, orthogonal tests of the influential factors(frequency, amplitude, and quality) for the degree of compaction and sensitivity analysis were carried out. Finally, the ‘acceleration intelligent compaction value’, which is based on the acceleration signal, is proposed for a compaction meter value that indicates poor accuracy. The research results can provide guidance and basis for further research into the accurate control of compaction quality for roadbeds and pavements.展开更多
文摘振动压实是高速公路路基压实施工的重要工程工法之一,可以快速有效地提高路基材料的强度和整体稳定性,同时基于振动压实的连续压实控制技术为路基压实质量的检测与管控提供了新的技术手段。为探究路基振动压实过程中的振动轮响应特征,以及常用的谐波比类压实质量实时评价指标在不同压实阶段的适用性,通过对振动轮-路基系统进行作用分析,分别构建了接触与脱空两种工况下的动力学模型,通过引入阶跃函数δ(F c)实现两种工况下动力学方程的统一构建,并利用Simulink对该动力学方程进行仿真,基于仿真结果对振动压实响应特征和指标适用性进行分析。研究结果表明:路基压实过程可根据振动轮-土体接触力变化周期T_(c)与激振周期T_(0)的比较分为T_(c)=0、T_(c)=T_(0)、T_(c)=2 T_(0)、T_(c)>2 T_(0)4个阶段,在T_(c)=T_(0)阶段会出现整数倍的谐波信号且谐波幅值会随着土体刚度增加而增大,在T_(c)=2 T_(0)阶段会出现0.5倍次谐波信号;CCV(compaction control value)、THD(total harmonic distortion)指标相较于CMV(compaction meter value)指标在压实全过程具有更好的适用性,RMV(resonance meter value)指标能够精准反映出压实过程达到阶段三(T_(c)=2 T_(0))。
基金Project(51878164) supported by the National Natural Science Foundation of ChinaProjects(BK20161421, BK20140109) supported by the Natural Science Foundation of Jiangsu Province, China+4 种基金Project(141076) supported by the Huoyingdong Foundation of the Ministry of Education of ChinaProject(BZ2017011) supported by the Science and Technology Support Project of Jiangsu Province, ChinaProject(2242015R30027) supported by the Fundamental Research Funds for the Central Universities, ChinaProject(grant number KFJ170106) supported by the Changsha University of Science & Technology via Open Fund of National Engineering Laboratory of Highway Maintenance Technology, ChinaProject(2018B51) supported by the Science and Technology Support Project of Qilu Transportation Development Group, China。
文摘During the compaction of a road subgrade, the mechanical parameters of the soil mass change in real time, but current research assumes that these parameters remain unchanged. In order to address this discrepancy, this paper establishes a relationship between the degree of compaction K and strain ε. The relationship between the compaction degree K and the shear strength of soil(cohesion c and frictional angle φ) was clearly established through indoor experiments. The subroutine UMAT in ABAQUS finite element numerical software was developed to realize an accurate calculation of the subgrade soil compaction quality. This value was compared and analyzed against the assumed compaction value of the model, thereby verifying the accuracy of the intelligent compaction calculation results for subgrade soil. On this basis, orthogonal tests of the influential factors(frequency, amplitude, and quality) for the degree of compaction and sensitivity analysis were carried out. Finally, the ‘acceleration intelligent compaction value’, which is based on the acceleration signal, is proposed for a compaction meter value that indicates poor accuracy. The research results can provide guidance and basis for further research into the accurate control of compaction quality for roadbeds and pavements.
